Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAccepted-AOC AT SIJUA MORE P O SIJUA DHANBAD JH 828121 | DHANBAD | DHANBAD | JHARKHAND | 828121 | ₹6.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.8 L+₹15,579.24 (2.34%)Rejected-Finance | ₹6.8 L+₹15,579.24 (2.34%) | L2 | Rejected-Finance NOT L1 |
| 3 | L3₹6.9 L+₹27,446.10 (4.12%)Rejected-Finance AT BHULI B BLOCK BHULI SUB POST OFFICE BHULI ROAD NEAR SHIV MANDIR BHULI PO BHULI DHANBAD 828104 | DHANBAD | DHANBAD | JHARKHAND | 828104 | ₹6.9 L+₹27,446.10 (4.12%) | L3 | Rejected-Finance NOT L1 |
| 4 | L4₹7.4 L+₹70,929.34 (10.6%)Rejected-Finance | ₹7.4 L+₹70,929.34 (10.6%) | L4 | Rejected-Finance NOT L1 |
| 5 | L5₹11.3 L+₹4.6 L (69.6%)Rejected-Finance AT MOHLIDIH BHULI PO BHULI DHANBAD 828104 | DHANBAD | DHANBAD | JHARKHAND | 828104 | ₹11.3 L+₹4.6 L (69.6%) | L5 | Rejected-Finance NOT L1 |
Tender Value
₹10.8 L
EMD Value
₹13,500
Closing Date
1 Jun 2026, 5:00 pmClosed
Area Civil Engineer
Katras Area Office
Repairing and maintenance of 08 units A Type qtrs. No. 125,126,127,128,129,130,131 and 132 RHC Section Nichitpur township under Katras Area
2026_BCCL_360034_1
GM/KA-IV/Civil/eNIT/2026-27/04
Open Tender
Civil Works - Buildings
Percentage
45 days
Katras Area
Please refer Tender documents.
4 documents required · 4 mandatory
₹13,500
8 Sept 2026
22 May 2026
2 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
22 May 2026 - 28 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in
foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including
dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated
soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 23.33 | cum | 214.15 | ₹4,995.26 |
| 2 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primerUsing flats 30x6mm for diagonal braces and central cross piece. | 76.44 | sqm | 3,862.1 | ₹2,95,218.92 |
| 3 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer- in-charge
9.117.1 Extruded section profile size 48x40 mm | 79.36 | m | 193.15 | ₹15,328.38 |
| 4 | 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The
panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S.
rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter) | - | sqm | 1,532.6 | - |
| 5 | P/F WINDOW | - | sqm | 4,982.04 | - |
| 6 | Providing and fixing white vitreous china water closet squatting pan (Indian type) : Long pattern W.C. pan of size 580 mm | 1 | ea ch | 1,353.5 | ₹1,353.5 |
| 7 | P/F 25MM P.S . FLOORING 1:2:4 | - | SQM | 323.59 | - |
| 8 | P/F flyash brick work 1:6 cm , f/p | - | CUM | 5,002.05 | - |
| 9 | P/F flyash brick work 1:6 cm , f/p | - | cum | 5,483.5 | - |
| 10 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished
with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of
steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate | 1 | sqm | 442.65 | ₹442.21 |
stage.html
html • 0.05 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_372910.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.05 MB
Tendernotice_1.pdf
PDF • 2.49 MB
BOQ_372910.xls
BOQ • 0.35 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .